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Testing Report for 2021-08-26-14-1

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

DEA: 044G8404
EFIS: 0413000051
Project ID: 212244
QA Service Level: 1
DIST-CO-RTE-PM: 04-NAP-128-20.1/20.4
Work Description: REPLACE CAPELL CREEK BRIDGE
Location Description: NAPA COUNTY ABOUT 15 MILES EAST OF RUTHERFORD FROM 1.1 MILES EAST OF KNOXVILLE ROAD TO 0.3 MILE WEST OF CAPELL VALLEY CREST
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Darren Isada
Structure Rep.: Nana Budu

Sample Information

DIME Sample ID: 2021-08-26-14
TL Number from the TL Form: 28 - Napa
Sample Submitted By Organization: CT SC Sub-unit 3676-106
Sample Organization Contact:
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 8/26/2021
Date that the sample was received by the laboratory/organization performing the testing: 8/30/2021
The quantity of what the sample constitutes: 3 Cylinders
A brief description of the sample: 4x8 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: Unknown
Structure unique identifier: 21-0116
Structure name: Steel Plate Joint at Abutment 1
The fabricator/manufacturer/facility name: Harold Smith and Sons

Material Information

The concrete mix design number: 7540SCC
The truck number from where the sample was collected: 128
The batch plant ticket number from where the sample was collected: 169199
Concrete batch plant: Harold Smith and Sons
The fabricator/manufacturer designation for the sample: Harold Smith
A detailed description of where the material sample was collected: Back of the truck Load 1
Where the material sample would have been placed if not sampled: Steel Plate Joint
From Lot No.:
Bag Lot No.:

Test Information

DIME Test ID: 2021-08-26-14-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Date Tested: 8/31/2021
Verified Date: 8/31/2021
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: larry.mccrum@dot.ca.gov
Organization Phone: (916) 227-7283
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified :

Submitted Test Results

Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 4.02 in
Average diameter of cylinder 2: 4.03 in
Average diameter of cylinder 3: 4.03 in
Cross sectional area of cylinder 1: 12.69 in^2
Cross sectional area of cylinder 2: 12.76 in^2
Cross sectional area of cylinder 3: 12.76 in^2
Compressive strength (to nearest 10 psi): 5280 psi
Maximum load on cylinder 1: 69051 lbf
Maximum load on cylinder 2: 63878 lbf
Maximum load on cylinder 3: 68739 lbf
Compressive strength of cylinder 1: 5440.0 psi
Type of fracture pattern of cylinder 1: 1
Compressive strength of cylinder 2: 5008.0 psi
Compressive strength of cylinder 3: 5389 psi
Type of fracture pattern of cylinder 2: 2
Type of fracture pattern of cylinder 3: 1
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1
Correction factor for cylinder 2: 1
Correction factor for cylinder 3: 1
Age of specimen: 5 days
Age of specimen in hours: no data